a review on stress distribution, strength and failure of
TRANSCRIPT
* Corresponding Author(s): [email protected]
JCAMECH Vol. 49, No. 2, December 2018, pp 415-429
DOI: 10.22059/jcamech.2018.269612.342
A review on stress distribution, strength and failure of bolted
composite joints
Mohammad Shishesaz * and Mohammad Hosseini
Department of Mechanical engineering, Shahid Chamran University of Ahvaz, Ahvaz, Iran
1. Introduction
In past decades, bolted joints have been extensively used as a
mean for joining parts together. Parts can be joined by different
means forming a single or a double lap joint or other possible forms
[1]. Based on the different materials used for the adherends,
numerous analytical models have been proposed in bolted or hybrid
joints (a combination of bolt/rivet and adhesive) to predict the joint
strength and/or failure. The results would help one to have a better
understanding on stress distribution in the joint while using a suitable
joint for any specific action. Bolted and riveted joints are subjected
to two basic types of stresses; shear and bearing stresses. The stress
distribution can be obtained either by a three dimensional or two-
dimensional finite element analysis, whichever is suitable, or by a
closed-form solution, if applicable. The method which is most
attractive to an engineer is to set up a series of differential equations
to describe the state of stress and strain in a unit width of the joint.
The governed differential equations which are based on the selected
material behavior of the selected model can be solved analytically,
or numerically when a closed-form solution is out of reach.
Sometimes, finite element procedure may be adopted to seek the
solution. Consequently, the design engineer is confronted with a long
list of models and may face a difficulty in finding the most
appropriate one for a particular application. The objective of this
work is to review the analytical and numerical models, based on the
material behavior and type of joint type, to provide a guideline for
selection of proper model for prediction of stress distribution and/or
failure of the bolted or hybrid joints.
Typically, bolted or riveted joints can be divided into the
AR TIC LE IN FO AB S TR AC T
Article history:
Received: 2 November 2018
Accepted: 12 December 2018
In this study, analytical models considering different material and geometry for both single and double-lap bolted joints were reviewed for better understand how to select the proper model for a particular application. The survey indicates that the analytic models selected for the adhesively single or double bolted lap joints, as well as T, scarf, and stepped joints, with linear material properties are mostly two dimensional and the studies on stress distribution and/or failure of the joint are performed either experimentally, analytically or by finite element method. The results seem to be generally accurate and adequate. Additionally, it was shown that any increase in the bolt-hole clearance leads to an increase in bolt rotation, as well as a decrease in bolt-hole contact area, and hence, a reduction in joint stiffness. Moreover, studies on hybrid joints have revealed that the proper choice of adhesive material in conjunction with bolts or rivets in a joint, allows for significant increase in the static and fatigue strength compared to similar pure bonded joints. Additionally, the results on hybrid scarf joints showed that it is vital to place fasteners closer to the ends of the overlap to suppress the peak peeling stresses and hence, delay the effects of early crack initiation in the adhesive layer. Experimental studies on fatigue behavior and strength of bolted joints have shown that compared to clearance fit specimens, clamping force increases the fatigue life of a bolted joint. Moreover, higher tightening torque, in general, results in higher fatigue lives in bolted joints.
Keywords:
Plated bolted joints
Nonlinear behavior
Design, fatigue strength and failure
M. Shishesaz and M. Hosseini
416
following basic types shown in Fig. 1, although some other structural
joint configurations may be possible.
Figure 1: Some basic bolted and pin joints
Stress distribution in the bolted/riveted or hybrid joints depends
on the joint geometry and mechanical properties of the adhesive and
adherends. Among the main parameters affecting the stress field in
the joint one may point to the gripping force, number of bolts/rivets,
adherend thicknesses and properties, and stress-strain relations in the
adherend layers and properties of the adhesive in hybrid joints.
Different models, based on different material behaviors and
geometries have been proposed to investigate the displacement and
stress fields produced in the joint as a result of a tensile and/or shear
loads, as well as torsional and bending moments. In the sequel, these
analyses are subdivided into a few groups to mainly study the stress
distribution as well as failure of analyses of these joints.
2. Stress analysis in composite bolted/riveted joints
References [2-13] cover the pin or bolt effect on stress
distribution in composite joints. Reference [2] investigates the effect
of fiber arrangements on stress distribution around a pin in a
laminated composite joint. In this reference, it was assumed that all
fibers lie in one direction while loaded by a force Po at infinity (see
Fig. 2). Square and hexagonal arrangements of fibers were postulated
in the models. However, in Ref. [3], experiments and finite element
simulation were used to investigate the influence of geometric
parameters on stress distribution and failure response of bolted
single-lap composite joints. The stacking sequence of the laminate
was considered to be [0/0/+45/-45/0/90/0/+45/-45/0]s. Excellent
agreement between the experimental and finite element results was
observed. In addition, finite element method was applied to perform
the studies in Refs. and [3] and [5] as well as Refs. [6] and [8].
Reference [6] examines the three-dimensional contact stress in a
double lap joint (for carbon fiber reinforced plastic). The initially
selected stacking sequence was [45/0/-45/90]s. Moreover, in Ref. [8],
A preliminary numerical and experimental investigation of shear
stress distribution in multi-row bolted FRP joints was performed
using Finite element technique. Similar work on stress distribution
in bolted double-lap joints using 3-D finite element analysis was
performed in Ref. [9]. The numerical results were compared with
available closed-form equations. It was found that the results based
on 3-D finite element model were more reliable than simplistic 2-D
closed form solution. The effects of bolt-hole clearance on
mechanical behavior of bolted composite (graphite/epoxy) joints
were studied.
Figure 2: Composite pin joint subjected to tensile load [2].
The response of a bolted joint subjected to preload as well as
loaded in bending and torsion was studied by Hissam and Bower [9]
and Cavatorta et al. [11]. They used finite element modelling to
extract their results which were supported by experimental
observations. The selected material was a hybrid glass-carbon non-
woven fabric in epoxy matrix. The manufacturing technology was
hand lay-up with vacuum bagging. In another study, Ref. [14], the
two-dimensional semi-analytical solution method for stress analysis
of bolted composite lap joints under general in-plane loading was
found by Barut et al.. In Ref. [14], metal to composite bolted joint
behavior, evaluated at impact rates of loading, was investigated by
VanderKlok et al. They tested 4142 alloy steel-E glass ply epoxy
resin composite bolted joint under impact load, using a split
Hopkinson tension bar. They found that as the joint overlap length
increases, an asymptotic region of maximum bearing strength is
attained. In a numerical and experimental work by Camanho et al.
[15], the strength and efficiency of single-shear composite bolted
joints were explored. The single bolt was surrounded by a metallic
insert followed by the epoxy adhesive which was used to bond the
inserts into the composite laminate. The tensile properties of the
adhesive layer were determined using ASTM D683-72 standard. The
proposed model was able to predict the stress redistribution in the
joint as well as yielding of the adhesive layer.
Stress distribution in bolted joints has been also investigated by
other authors (Refs. [16-31]). Reference [16] presents an overview
on the behavior and analysis of bolted connections and joints in
pultruded fiber reinforced polymers. In Ref. [17], McCarthy and
Gray developed an analytical approach for modelling the load
distribution in multi-bolt composite joints. The bolts and laminates
were represented by a series of springs and masses where the effect
of static friction between laminates was taken into account. The
method was validated against experimental results (where possible)
and three-dimensional finite element models. The joint geometries
included single-bolt, single-lap joint as well as a three-bolt, single-
lap joint. Additionally, load sharing in single-lap bonded/bolted
composite joints was studied by Bodjona et al. and Bodjona and
Lessard in Refs. [18] and [19] respectively. A combination of a
bonded and bolted joint was used to result in a joint that was stronger
and more durable than either constituent separately. The objective of
the sensitivity analysis was to quantify the relative importance of the
different joint design parameters (factors) in load sharing. It was
shown that adhesive yield strength was mainly the most important
factor, while other factors, namely the joint E/D ratio, adhesive
thickness, and adhesive hardening slope were found to be other
significant factors influencing load sharing (D was the bolt diameter
and E represented the distance between free end of the substrate to
bolt centerline). A similar analysis on improving the load sharing in
hybrid bonded/bolted composite joints using an interference-fit bolt
Journal of Computational Applied Mechanics, Vol. 49,No. 2, December 2018
417
was performed by Raju et al. [20]. In a related study, Mara et al. in
Ref. [21] investigated the performance improvement of the bolted
joints in fiber reinforced composite structures using metal inserts.
Their study showed that the bolt tension relaxation was minimized
and the joint efficiency was increased in terms of joint stiffness and
strength.
A simplified stress analysis of hybrid (bolted/bonded) joints was
performed by Paroissien et al. in Ref. [22]. Their investigation
allowed for the analysis of hybrid (bolted/bonded) joints made of
dissimilar laminated or monolithic adherends, as well as the
introduction of non-linear material behavior for both the adhesive
layer and the fasteners. It was shown that the proper choice of
adhesive material allows for significant increase in static and fatigue
strength compared to similar a pure bolted or bonded joint. In a
separate study, Taheri-Behrooz (Ref. [23]) investigated the effects of
material nonlinearity on load distribution in multi-bolt composite
joints. It was shown that increasing the degree of material
nonlinearity of the members causes a decrease and an increase in the
amount of the load transferred by the inner and outer bolts of the
joint, respectively. The effect of temperature on composite bolted
joints for aeronautical applications was discussed by Santiuste et al.
in Ref. [24]. A numerical model based on finite element method was
developed to evaluate the stresses in the bolt and composite plates.
The objective of the article was to avoid damage due to the cross-
effect of temperature and the torque when designing the composite
bolted joint. Results showed the significant effect of temperature
combined with torque level on the joint behavior. In a separate study
by Olmedo et al., an analytical model was developed to study the
secondary bending prediction in single-lap composite bolted joints
in Ref. [25]. Their model was validated through comparison of the
predicted load-displacement curve with the literature data as well as
the conducted experimental tests. A parametric study was also
performed to analyze the influence of main joint parameters on the
load-displacement curve. An experimental investigation on the
behavior of single lap composite bolted joint under traction loading
was performed in Ref. [26]. The experiments were designed to
identify the effects of stacking sequence of the layers, bolt diameter,
and loading rate on the joint the properties.
Reference [27] discusses the influence of lateral displacement of
the grip on the behavior of single lap composite-to-aluminum bolted
joints, via a novel model, using the finite element method. Tensile
tests on the joint were also conducted, while the lateral displacement
of the grip as well as the tensile displacement, out-of-plane
displacement, and surface strains were measured. The novel model
predicted 13 % smaller joint stiffness than the traditional model,
causing a delay in failure load of the joint due to lateral displacement
of the grip. In the study performed by Kratochvil and Becker [28],
the structural behavior of composite bolted joints was analyzed
using the complex potential method. In this work, the problem of a
pin-loaded hole in a symmetric composite plate was considered using
classical laminate theory. The analysis was performed using the
Lekhnitskii complex potential method. Their approach presented an
efficient method for the calculation of displacements and stresses in
the neighborhood of the hole where failure is likely to occur.
Evaluation of opening-hole shapes for rivet connection of a
composite plate, as well as fastener effects on mechanical behaviors
of double-lap composite joints and the effect of end geometry and
pin-hole effects on axially loaded adhesively bonded composite
joints were discussed in Refs. [29-31]. In Ref. [29], a comparative
evaluation was presented to analyze the influence of opening-
circular, elliptical, and racetrack hole shapes on structural stress
concentration in a composite plate. The finite element (FE) models
of the specimens with the three shapes for the rivet holes were
constructed. The stress distributions in finite element models under
tensile loading were analyzed to compare the stress concentration
factor for the foregoing hole shapes. It was found that the elliptical
and racetrack-shaped holes, produce smaller stress concentration
compared to the circular hole. A picture showing the three hole
shapes is shown in Fig. 3. However, the experimental and numerical
studies performed in Ref. [30] revealed the effect different fasteners
on mechanical behaviors of composite bolted joints. Experimental
tests were performed to depict the differences in the joint strength,
stiffness and failure mode between protruding head joint and
countersink joints. A similar study on the effects of pin hole
geometry, adherend thickness and joint type, on the joint behavior
was examined in Ref. [31]. Results showed that increasing the
sample thickness improves the joint performance in composite single
lap joints as well as in scarf joints. Additionally, the taper in single
lap joints provided a significant advantage over the simple single lap
joints, in terms of axial tensile strength.
Figure 3: A picture of the three hole shapes used in Ref. [30].
References [14, 32-35] study the composite bolted joint behavior
subjected to dynamic loads. In Ref. [32], the response of bolted
carbon fiber composite joints (and structures) subjected to constant
dynamic loading rates between 0.1 m/s and 10 m/s was studied. The
experimental results showed that the tested joints exhibit only minor
loading rate dependence when loaded in the pull-through direction
but when loaded in bearing at or above 1 m/s, there was a significant
change in failure mode. However, below a loading rate of 1 m/s, the
failure mode consisted of initial bolt bearing followed by bolt failure.
Additionally, for a loading rate of 1 m/s and above, the bolt failed in
a tearing mode. A similar study on the dynamic behavior of bolted
joints under heavy loadings was performed by Daouk et al. in Ref.
[33]. They designed a dynamic test bed, based on a bolted structure,
and performed the modal tests. The configuration of the bolted joint
and the level of the loading were the relevant parameters that were
considered in this study. Pearce et al. (Ref. [34]) proposed a stacked-
shell finite element approach for modelling the dynamically loaded
composite bolted joints under in-plane bearing loads. The onset of
failure modes, damage and the ultimate load of the joint were able to
be predicted by the models. In a separate study by VanderKlok et
al., Ref. [14], on the behavior of metal to composite bolted joints
under impact loading rates, quasi-static measurements were
conducted to distinguish the operational modes of failure as well as
the maximum bearing strength, corresponding to different edge
distance to hole diameter (e/d) ratios. Such joints form an integral
part of a majority of structural components used in aircraft and
automobile industries, where they can be subjected to either static or
time-dependent loadings. Results showed that the dynamic response
of a metal-composite bolted joint was significantly higher than its
static counterpart. Additionally, the asymptotic region of failure
mode alteration was observed to be dependent on loading rate
transfer in the joint. Reference [35] investigates the stress
distribution in multi-bolted joints for FRP pultruded composite
M. Shishesaz and M. Hosseini
418
structures. Distribution of shear stresses among different bolts by
varying the number of rows of bolts as well as the number of bolts
per row was examined. The effect of any change in washer diameter
on bearing stresses was also included in the analysis. According to
the results of this study, in multi-bolt joints, the load was not
distributed equally due to varying bolt position, bolt-torque or
tightening of the bolt, bolt-hole clearance, and friction at washer-
plate interface. A side view of the joint geometries used in Ref. [35]
is shown in Fig. 4. A similar experimental and simulation continuous
twice-impacts analysis of Ultra-High Molecule Weight Polyethylene
laminate which was fixed by four bolted joints was performed in Ref.
[36]. The experimental results of the first impact test were used to
verify the numerical model, in which a solid blunt projectile
penetrated the laminate with a velocity of 216 m/s.
Figure 4: Side view of the bolt arrangements used in ref. [35].
Experimental and numerical studies, as well as new designs on
laminated composite joints were discussed in Refs. [37, 38].
Additional studies on static and dynamic behavior of composite
riveted joints in tension as well as static and dynamic torque
characteristics of composite co-cured single lap joints were
discussed in Refs. [39, 40]. In Ref. [39], seven joint configurations
for aircraft application were tested based on three types of loading
conditions. The joint specimens were made of carbon fiber
reinforced plastic in a number of lay-ups of unidirectional tapes and
woven fabrics. It was shown that the effect of tensile loading rate on
variation of tensile strength is negligible for the tested composite
riveted joint specimens.
In addition to some of the previously mentioned studies, Refs.
[41-46] adopt finite element method to investigate the behavior of
bolted joints. Stocchi et al. (Ref. [41]), performed a detailed finite
element investigation on single lap composite bolted joints with
countersunk fasteners under static load. In their study, in addition to
the analysis of contact evolution between the bolts and the holes,
stress distribution in carbon fiber reinforced plastic plate and
titanium bolts were discussed, while the numerical results were
compared to experimental data. Five different stages were identified
in the joint behavior: (i) No-Slip, (ii) Slip, (iii) Full Contact, (iv)
Damage and (v) Final Failure. According to the results of their study,
the joint stiffness is higher in the No-Slip stage than in the Full
Contact stage. This was independent of coefficient of friction and
bolt clamping force. In Ref. [42], a simple homogenization scheme
for 3D finite element analysis of composite bolted joints was
presented by Mandal and Chakrabarti to determine the basic
mechanical behaviors of a laminated composite joint with
significantly lesser computational effort. To takes into account the
effect of transverse shear deformation in composite laminates, their
formulation was based on Mindlin–Reissner plate theory. Their
method was able to find equivalent homogeneous model for
laminated composite joints having any type of lamination scheme.
Reference [43] introduces the finite element modelling of blind
bolted composite joints. In this study, a detailed three-dimensional
finite element model was developed to study the behavior of blind
bolted endplate composite joints that connect composite beams to a
concrete-filled steel tubular column. Each part of the study was
modeled using proper element. The parametric studies were also
carried out to investigate the effects of shear studs and reinforcement
ratio, as well as column sections and thickness ratios, as well as blind
bolt types and diameters on the joint performance.
Experimental and finite element studies on bolted, bonded and
hybrid step lap joints of thick carbon fiber/epoxy panels which are
used in aircraft structures showed that the finite element models are
well capable of predicting the bonded, bolted and hybrid joint
strengths with a high accuracy [44]. According to the results based
on strain energy release rate, it is vital to place fasteners closer to the
ends of the overlap to suppress the peak peeling stresses and hence,
delay the effects of early crack initiation. A schematic diagram of the
hybrid joint is shown in Fig. 5.
Figure 5: A diagram of the hybrid step joint used in Ref. [44].
A similar experimental and finite element analysis of glass fiber
reinforced plastic composite laminates with combined bolted and
bonded joints is performed in Ref. [45]. A highly efficient user-
defined finite element for load distribution analysis of large-scale
bolted composite structures was developed by Gray and McCarthy
[46]. The method was a combination of analytical/numerical
approach and was capable of representing the full non-linear load-
displacement behavior of the bolted composite joints up to and
including, joint failure. A related study by the same authors on a
global bolted joint model for load distributions in multi-bolt
composite joints based on finite element analysis was presented in
Ref. [47]. They stated that their new model was found to be robust,
highly efficient and accurate, with time savings of up to 97% over
the full three-dimensional finite element models.
References [48-51] concentrate on the design of bolted and/or
hybrid joints. In Ref. [48], Zhou et al. proposed a novel design of
Journal of Computational Applied Mechanics, Vol. 49,No. 2, December 2018
419
out-of-plane π joints to increase the load carrying capacity of the
joint. This type of joint uses bolts to connect the joint to other
structural components. Static experiments performed on the novel
bolted composite π joint and an aluminum counterpart showed that
the bolted carbon/epoxy composite π joint exhibits a larger load
carrying capability with a massive weight reduction compared to its
aluminum counterpart. Additionally, based on the numerical
simulation, the progressive damage process and failure mechanism
of the bolted composite π joint showed that the novel design not only
enhances the positive factors of composite and substantially
strengthens the composite π joint, but also it eliminates the potential
weaknesses in deltoid fillers. A schematic diagram of the π joint is
shown in Fig. 6.
In a related study by Cheng et al. [49], a novel design scheme
was proposed which mainly improved the layup design in the
composite bolted π-joint. In Ref. [50], the effects of several factors
on the strength of hybrid joints were examined using the Design of
Experiments methodology. The studied factors included adhesive
modulus, adhesive thickness, adherend thickness, bolt-hole
clearance and clamping area. It was found that the hybrid joints were
stronger than the bolted or bonded joints, and they have a better crack
arrest capability due to the hybridization effect. More investigations
on bolted and hybrid joints can be found in Ref. [51]. Three-
dimensional stress analysis of bolted single-lap composite joints was
investigated in Ref. [52] using a three-dimensional finite element
model which was developed to determine non-uniform stress
distributions through the thickness of composite laminates in the
vicinity of a bolt hole.
Figure 6: Schematic diagram of a π- joint used in Ref. [48].
3. Strength analysis of composite bolted/riveted joints
References [53-62] deal with strength analysis of bolted/pinned
(riveted) joints. In Ref. [53], a parametric finite element analysis was
performed to investigate the effect of the material property
degradation rules and failure criteria on the tensile behavior and
strength of bolted joints in a single-lap single-bolt graphite/epoxy
composite laminate. The predicted load-displacement curves and
failure loads were compared with experimental results for different
laminate stacking sequences and joint geometries. The authors
proposed a combination of failure criteria and material property
degradation rules that led to an accurate strength prediction of the
joint. The numerical results obtained on deformations, strains, and
bolt loads were validated with experimental findings. In another
study, bearing strength and failure behavior of bolted composite
joints was investigated by Yi Xiao and Takashi Ishikawa in Refs.
[54, 55]. To evaluate the effect of resin properties on bearing
response, two different types of polymer–matrix-based Carbon Fiber
Reinforced Plastic laminates were selected. In the first stage, their
experimental observations showed that the bearing failure can be
outlined as a process of compressive damage accumulation, which
can be divided into the following four stages: damage onset; damage
growth; local fracture; and finally, structural fracture. In the second
stage, an analytical model was developed to simulate the bearing
failure and response characteristics of each bolted composite joint.
Their proposed model accounted for the contact conditions at the
pin/hole interface, as well as the finite deformation, progressive
damage, and nonlinear behavior of the material.
An analytical model for strength prediction in multi-bolt
composite joints at various loading rates was proposed by Sharos et
al. in Ref. [56]. The analytical model was used to quickly determine
the complete load-displacement curve of single- and multi-fastener
composite joints. The loading rate effects, as well as bearing damage,
were included via a novel conic damage approximation function.
Their method was validated against experimental data.
In Part I of the study performed by McCarthy et al. (Ref. [57]), a
Three-dimensional finite element models were developed to study
the effects of bolt–hole clearance on the mechanical behavior of
single-bolt, single-lap graphite/epoxy composite joints. The
validated model was used in Part II of the study (Ref. [58]), to
investigate the effects of bolt–hole clearance on the joint stiffness,
stress state and failure initiation. It was shown that any increase in
the bolt-hole clearance leads to an increase in bolt rotation, as well
as a decrease in bolt-hole contact area, and hence, a reduction in joint
stiffness. The analytical model presented by Gray and McCarthy in
Ref. [59] for prediction of through-thickness stiffness in tension-
loaded composite bolted joints was the extension of a spring-based
method. Their proposed model accounted for the stiffness of the
clamped region of the joint due to bolt torque, as well as bolt
extension, flexural stiffness, and the anticlastic curvature within the
laminates. Three-dimensional finite element models of the bolted
composite plates were used to validate the method.
In the study performed by Zaroug et al. (Ref. [60]), experimental
and numerical investigation were used to seek the effects of adherend
material and thickness on the strength of bolted, bonded, and hybrid
single lap joints. In their study, the mechanical performance of
bonded, bolted, and hybrid single lap joints subjected to tensile
loading was examined using three different adherend thicknesses and
two different adherend materials with different mechanical
behaviors. Force-displacement curves, failure history, and the
amount of absorbed energy by each configuration were analyzed to
clarify the strength of various joints. In a separate study, Zhao et al.
in Ref. [61] used a probabilistic model to analyze the strength of a
double lap single-bolt composite joint. Static tensile tests were
performed on fifteen composite double lap single-bolt joints, made
of T800 carbon/epoxy composites. The probabilistic failure load of
the joint which was obtained from the proposed model was in good
agreement with the results of conducted experiments. It shows that
although the statistical parameters of the probabilistic failure loads
were slightly influenced by the probability distribution type of
random variables, the proposed model was not sensitive to this
distribution. Additional studies on strength analysis of composite
bolted joints can be found in Refs. [62-84].
4. Damage, fatigue and failure of bolted/riveted joint
Based on the nonlinear finite element approach, Nerilli and Vairo
[85] investigated the progressive damage of composite bolted joints.
In another study, the progressive bearing damage of composite
bolted joints under quasi-static shear loads was studied by Nezhad et
al. [86]. He and Ge [87] used a numerical scheme in the framework
of coupled continuum damage mechanics to predict failure of
composite multi-bolted joints. On the other hand, Zhou et al. [88]
proposed a three-dimensional finite element model for damage
M. Shishesaz and M. Hosseini
420
estimation of single-lap and multi-lap joints. Du et al. [89] used finite
element method to investigate the progressive damage of pultruded
fiber reinforced polymer bolted joints. In another study, Hühne et al.
[90] performed an investigation on the effect of liquid shim layers on
the progressive damage of composite bolted joints using finite
element method. A similar analysis on the progressive damage
analysis of multi-bolt composite joints in the framework of
characteristic length method was performed by Zhang et al. [91].
However, Kolks and Tserpes [92] suggested a progressive damage
model for predicting the mechanical behavior of titanium lamella in
a double-lap composite bolted joint subjected to tensile loading.
Chishti et al. [93] performed experimental tests for studying
progressive damage characteristics and strength of bolted joints of
composite laminates. Based on a continuum damage model, Zhou et
al. [94] introduced a damage model for double-lap and multi-bolt
composite joints under quasi-static loads. Additional studies on
damage analysis of composite bolted joints can be found in Refs. [95,
96].
The analytical and experimental studies performed by Awadhani
and Bewoor [97] reviled the effect of geometrical parameters such
as edge distance to diameter ratio or width to diameter ratio, on the
failure behavior of single-lap bolted joints between metal and GFRP
under axial tensile loads. Applying a tensile load on the single bolted
single lap joint, the failure modes were determined experimentally.
According to the results of this study, increasing the edge distance,
changed the failure mode form cleavage or net tension to bearing
failure. It was also concluded that the joint strength was increased
with an increase in edge distance. Hu et al. [98] used finite element
method to investigate the progressive failure in single-lap bolted
joints of woven fiber reinforced composites subject to high bearing
strains. Using explicit finite element analysis along with material
nonlinearity, the bearing failure characteristics of the bolted joint, as
well as the crushing of the composite material due to the rotation of
the bolt head were determined. The finite element results were in
agreement with experimental observations. Cheng et al. [99]
employed failure envelopment method and utilized the three-
dimensional finite element analysis to predict the failure behavior of
multi-bolt composite joints. Tensile experiments of two- and three-
bolt joints were conducted to obtain the failure modes and other joint
properties. Experimental findings were in agreement with 3D finite
element results. Warren et al. [100] introduced a three-dimensional
model in order to investigate progressive damage of single-bolt and
double-shear joints of woven composites. The modeled joint is
commonly used in many aerospace structures. The Hashin failure
criteria and the Matzenmiller-Lubliner-Taylor damage model as well
as the unique morphology of three-dimensional woven composites
were included in the study. The onset of damage the model were
found to be in agreement with previous experimental findings.
Bearing failure of Carbon-Epoxy composite bolted joints under
uniaxial and biaxial quasi-static loads was examined experimentally
by Kapidžić et al. [101]. In this work, uniaxial and biaxial quasi-
static bearing failure experiments were performed on carbon–epoxy
laminate specimens at elevated temperatures. The experiments were
also simulated by 3D, explicit, finite element analyses, which
included intralaminar damage and delamination. Results of the study
showed that the experimental and simulated bearing failure loads
differed by 1.7% in the uniaxial case and 2.1% in the biaxial case.
Liu et al. [102] performed a numerical analysis and experimental
study on bearing failure of single-lap composite joints with
countersunk. In this study, tensile experiments were conducted on
single-lap bolted joint with a countersunk fastener. Finite element
models were also prepared using cohesive elements to predict the
interlaminar damage in model I. In mode II, 8-node reduced
integration solid elements were selected to model all the parts with
3D Hashin-type initiation criteria and Camanho degradation law.
The results simulated by both models were able to accurately predict
the elastic loading response and the overall damage profile compared
with the experimental results. Based on the Huang’s criterion, Nerilli
et al. [103] modeled the progressive damage in multi-bolted joints
connecting structural elements made up of fiber-reinforced polymers
composite laminates. Differences in failure mode and values of
ultimate-load were numerically investigated. In the case of single-
bolted joints, the use of carbon-FRP laminates showed the best
mechanical properties. Ozen and Sayman [104] performed numerical
and experimental study on the failure behavior of pinned joints of
glass-fiber-reinforced composites containing two serial holes.
Experimental tests involved variations in a number of parameters
such as the distance between the center of two holes-to-hole
diameters (K/D), the edge distance-to- upper hole diameter (E/D),
and the width of the specimen-to-hole diameter (W/D). Results
showed that the immersion of test specimens into sea water causes a
decrease in failure load without a preload moment. Additionally, test
specimens under preload moments produced nearly the same bearing
strength as unimmersed specimens. Khashaba et al. [105, 106]
reported the effects of stacking sequences and of pin–hole clearance
on the failure behavior of pinned-joints composite laminates.
Theoretical models were developed to predict the characteristic
bearing strength, as well as lower bound bearing strength. Four
configurations for stacking sequences were studied: [0/90]2s,
[15/75]2s, [30/60]2s, and [45/45]2s. Results showed that specimens
with [0/90]2s stacking sequence had the ultimate failure stress and
maximum failure displacement compared with the other stacking
sequences. However, based on the first-peak criterion, specimens
with [45/45]2s stacking sequence showed the maximum failure
displacement and bearing capacity.
Wang et al. [107] utilized extended finite element method to
identify the progressive failure of bolted single-lap composite joints.
In their study, the extended finite element method (XFEM) was used
to predict the progressive failure of single-lap bolted joints. The
failure load in the joint, simulated by XFEM, was compared with the
experimental results in the literature. the influences of two geometric
parameters, namely plate width-to-hole diameter ratio (W/D) and the
edge-to-hole diameter ratio (E/D), on the failure load of single bolt
single-lap composite joint was also included in the study. In Ref.
[108], Liu et al. proposed a failure envelopment method (based on
the conventional failure envelope method presented by Hart-Smith)
to predict the final failure mode and strength of multi-bolt composite
joints. In a separate study, Soykok et al. [109] performed an
experimental analysis to investigate the effects of thermal
conduction and tightening torque on the failure of single lap double
serial fastener glass fiber-epoxy composite joints. It was observed
that, the load-carrying capacity of the joint gradually decreases by an
increase in temperature. The maximum decrease in failure loads
occurred at 70 oC and 80 oC due to the heat damage to the resin
matrix. Additionally, it was observed that the tightening torque
(which contributes to the joint strength) is effective not only at room
temperature, but also at elevated temperatures. A three-dimensional
method presented by Ataş et al. [110] for prediction of double lap
bolted joint strength in composite laminates showed that although
the in-plane failure mode of each individual layer in [0o/90o/±45o]2s
carbon fiber reinforced plastic laminates was predicted to happen
around the fastener hole, the X-ray radiographs indicated that
Journal of Computational Applied Mechanics, Vol. 49,No. 2, December 2018
421
delamination failure is particularly dominant around the washer’s
outer edge. Lu et al. [111] suggested a three-directional explicit finite
element method for failure prediction of single-shear and double-
shear composite joints. A linear damage propagation law based on
the fracture energy and the characteristic length was adopted. The
predicted mechanical behavior was in good agreement with
experimental results.
Using experimental tests, Lee and Ahmad [112] studied the
effects of bearing stress, lay-up and plate aspect ratio on the failure
life of double-lap woven fabric kenaf fiber reinforced polymer
hybrid bonded-bolted joints. The effects of lay-up types, different
normalized plate width (plate width/hole diameter, W/d), and bolt
loads were incorporated into their study. The bearing stress at failure
increased with increments in W/d ratio. Zhao et al. [113] determined
stress concentration relief factor via tensile tests on open-, filled- and
loaded-hole laminates, failing in tensile mode, respectively. This
factor was used for determination of failure life in composite multi-
bolt joints. High-stress concentration level was found in loaded hole,
while the filled-hole had slightly higher stress concentration than that
of the open-hole. In another study, Zhang et al. [114] performed
numerical analysis and experimental tests to indicate the effects of
end distances on failure life of composite bolted joints. Using trial-
and-error method, a group of material degradation factors were
presented to establish the three-dimensional progressive damage
models of the bolted joints. According to the progressive damage
analyses, the predicted results on load-displacement curves, failure
patterns of bolted joints with different end distances, and failure
loads, were in good agreements with corresponding experimental
findings. Olmedo and Santiust [115] proposed a new set of failure
criteria to predict the composite failure in single-lap bolted-joints.
The advantage of their criteria with respect to the other three-
dimensional failure criteria was the consideration of non-linear shear
stress-strain relationship. In a separate work by Fun et al. [116],
bending behavior of a novel composite bolted π-joints was
investigated using experimental and numerical studies. The details
of their proposed novel -joint and its components are shown in the
non-scaled Fig. 7. The L and U-shaped preforms were made of quasi-
isotropic T300/6808 warp-knitting multi-layer fabrics while the base
preform was composed of composite plain cloth (G814/6084) with a
total thickness of 3 mm. The results of this study showed that
delamination of the fillet region in L-preform was the -joint's failure
mode. The hygrothermal effect on fatigue characteristics of jagged
pin-reinforced composite single-lap joints was studied by Ko et al.
[117]. Three environmental test conditions, namely, room
temperature and dry, elevated temperature and dry, and elevated
temperature and wet were considered. Results indicated that under
all test conditions, the joint strength was improved while reinforced
with the z-pins. However, when jagged z-pins were used under the
elevated temperatures and wet conditions, compared with the
corresponding values for an unpinned joint, the static and fatigue
strengths at a million cycles were increased by 32.2% and 65.8%,
respectively.
An experimental study was performed by Giannopoulos et al.
[118] to investigate the effects of bolt torque tightening on strength
and fatigue behavior of airframe FRP laminate bolted joints. Results
showed that for relatively heavily torqued pre-tightened joints,
failure took place mainly on the specimen part after the washer.
Based on the continuum damage mechanics, Sun et al. [119]
investigated the elastic-plastic fatigue and fretting fatigue
characteristics of double-lap bolted joints. Result showed that the
predicted fatigue lives agree well with the experimental results
(available in the literature). In a separate study, Scarselli et al. [120]
presented a model for prediction of failure loads in bolted laminated
composite joints subjected to cyclic loading.
Figure 7: A non-scaled picture of the novel π-joints (with its details) used in
Ref. [116].
Gathering the data through experimental activities, they proposed a
constitutive relationship between stress and strain. Using finite
element method in conjunction with Tsai-Hill criteria, Zhou et al.
[121] suggested a model for prediction of multi-axial fatigue
behavior of composite bolted joints. Their study adopted the
modified S-N fatigue life curve fitted by unidirectional laminate S-
N curve which takes the ply angle and stress ratio into consideration,
to determine fatigue life of composite bolted joint. Kapidžić et al.
[122] studied the effects of biaxial load and thermal loads on the
fatigue life of bolted joints. In their study, two-bolts, double-lap
joints with quasi-isotropic carbon–epoxy composite specimens were
subjected to uniaxial and biaxial cyclic loading at 90 oC. The
influence of biaxial load and bearing fatigue failure process were
investigated on the joint failure. Results showed that the biaxial
loading results in a longer fatigue life that the uniaxial loading.
Experimental and numerical study on the mechanical behavior of
blind bolted end plate joints as well as experimental tests for static
and dynamic failure behavior of bolted joints in carbon fiber
composites can be found in Refs. [123] and [124]. One can also find
additional work on failure of bolted/riveted joints in Refs. [97, 98,
112, 125-137] and [138-142].
In 1980, a strength review analysis of mechanically fastened
fiber reinforced plastic joints was presented by Godwin and
Matthews [143]. They discussed the effects of material, fasteners,
and design parameters in their report. In a related work, Agarwal
[144], studied the static strength prediction of bolted joints in
composite materials. He presented a new method for predicting the
strength of double-shear single-fastener composite joints. He used
finite element method to calculate the stress distribution around a
fastener hole, as well as predicting the various modes of laminate
failure through some modifications applied to the average stress
criterion. Choi et al. [65], studied the strength of a composite
laminated bolted joint subjected to a clamping force using the failure
area index method. Using this method, the strengths of different
geometric shapes and dimensions were predicted and compar[129]ed
with experimental results. It was shown that using failure area index
M. Shishesaz and M. Hosseini
422
method, the strength of a given laminated composite bolted joint
subjected to a clamping force can be predicted within a fairly
acceptable accuracy. In Ref. [145], Lin and Jen worked on failure
analysis of single-lapped bolted and bonded mixed-composite joints.
They performed numerical and experimental studies to generate their
data. Two kinds of stacking sequences in the adherends were tested:
quasi-isotropic and cross-ply. The adhesive layers included thermal-
setting and thermal-plastic types. Various multi-bolt and bonded
joints were made and tested. Two types of lay-ups were considered
for the adherends; cross-ply and the quasi-isotropic laminates. Three-
dimensional finite element analysis was used to obtain the stress and
strain fields within each specimen. Additionally, the C-scan
technique was adopted to determine the damage zone and failure
mechanism of the joint.
Other authors have also worked on the fatigue behavior,
development, damage and failure of composite bolted joints [146-
167]. Smith et al. [146], studied the behavior of single-lap bolted
joints in CFRP laminates. The strengths of single-lap bolted joints
were presented as functions of width and end distance in two carbon
fiber reinforced composite laminates. Comparing the results with
those of others, they showed that due to the joint bending effect, the
ultimate strength of a single-lap joint is lower than that of a double-
lap joint. On the other hand, experimental studies on fatigue behavior
and strength of bolted joints in Ref. [147] showed that compared to
clearance fit specimens, clamping force increases the fatigue life of
a bolted joint. According to Ref. [148], higher tightening torque, in
general, results in higher fatigue lives in bolted joints, Moreover, the
numerical simulation as well as experimental results showed that an
increase in clamping force, improves the fatigue life of double lap
bolted joints due to presence of compressive stresses around the hole.
Additionally, in Ref. [149], the effect of tightening torque as well as
the effect of plate thickness on the fatigue life of a single and double
lap joints were studied. The objective of the fatigue tests was to
demonstrate the failure trends for each material thickness, joint type,
and torque loading.
The development of fatigue damage around fastener holes in the
thick graphite/epoxy composite laminates was studied by Saunders
et al. [150]. Performing experiments on bolted composite laminates
subjected to fatigue loading, they discussed the mechanisms by
which the damaged area develops and eventually grows around
countersunk fastener holes. In Refs. [151] and [152], stresses
distribution around fasteners due to cheese-head and countersunk
bolts in composite structures in flexure, and their effect on fatigue
damage initiation was fully discussed. Comparison of the results on
experimental and theoretical models made it possible to predict the
location of fatigue damage initiation. In another study, using
nondestructive examination techniques, Persson et al. [153],
investigated the propagation of hole machining defects in the pin-
loaded carbon/epoxy laminates. They applied KTH-method (a
machining method which gives holes with no detectable defects
using non-destructive examination technique) and two other
traditional methods for machining holes. The samples were subjected
to uniaxial tension fatigue loading. Among their other results, they
concluded that the KTH specimens yielded the longest fatigue life.
An additional study on the effects of hole machining defects on the
strength and fatigue life of composite laminates was performed by
Persson et al. in Ref. [154]. In Ref. [155], the theory of micro-
mechanics of failure was extended to analyze the progressive fatigue
damage of carbon fiber reinforced polymer (CFRP) composites and
to predict the strength of bolted joint structures. Fatigue behavior of
mechanically fastened joints (bolted joints) was also discussed in
Refs. [156-160]. In these studies, the effects of protruding and
countersunk-bolt heads, as well as the quasi-isotropic and highly
orthotropic lay-ups and fastener systems, on the joint strength and
fatigue performance were studied. Fractographic SEM and optical
microscopy were used to explore the fracture and damage which was
developed in the joint system during static and fatigue testing.
Results showed a linear dependence between the number of bolt
rows and the fatigue life of the corresponding joints. Additionally,
the specimens joined by protruding-head bolts showed better static
and fatigue performance compared to the other joints bolted by
countersunk fasteners. According to the load-transfer calculations
results, different bolt rows transfer slightly different amounts of load.
According to the fractographic observation, the severe damage in the
bolted joints subjected to fatigue loading occurred around the bolt
holes. The experimental study of fatigue behavior of [0/90]4s double-
lap bolted joints was explored by Smith and Pascoe [161]. This study
also covered the effect of bolt clamp-up torque on fatigue behavior
of the laminate. The fatigue resistance of composite joints with
countersunk composite and metal fasteners, as well as protruding-
head bolts were also discussed in Refs. [162] and [163].
In Ref. [164], fatigue behavior of multiple-row bolted joints in
carbon/epoxy laminates was discussed by Persson and Eriksson. In
their study, the ranking order of factors affecting the strength and
fatigue life of multiple-row bolted composite laminates were
investigated. Eight different factors related to the geometry, material
properties, laminate configuration, hole quality, environmental
conditions, and fastener type were considered. Additionally, in the
studies performed in Refs. [165-167], the effect of secondary loads
on the common failure modes of composite aircraft structures,
fatigue characteristics of bolted joints for unidirectional composite
laminates, and the effect of repeated tensile loading on bearing
damage evolution of a pinned joint in CFRP laminates were
discussed, respectively.
Several other authors have also worked on the failure analysis of
composite bolted joints [107, 168-171]. In the study performed by
Wilson and Tsujimoto [168], they addressed the concepts used in
formulation of strength models and compared the capabilities of
some used failure criteria. According to their results, the differences
in predicted strengths based on the examined models were
insignificant. On the other hand, Wang et al. [169], extended the
finite element method to investigate the failure load prediction of
bolted single-lap composite joint. To investigate the effect of ply
angle on the failure response of a bolted composite single-lap joint,
a three-dimensional model was developed by Zhou et al. [170]. Their
model could predict the failure load and failure mode of the joint
with arbitrary ply angle. A related study similar to those outlined in
Refs. [169, 170] is performed in Ref. [107]. One can also find studies
on failure of bolted and riveted joints in Refs. [73, 171-173].
5. Conclusions
A literature review on the behavior of different bolted single and
double-lap joints (as well as others) has been made to assist a
designer to select the proper model for a particular application. The
survey shows that the analytic models selected for the bolted bonded
joints (single or double), as well as other types of joints (i.e. tee,
scarf, and stepped), with linear material properties are mostly two
dimensional where the solutions for stress distribution and/or failure
of the joint are investigated either experimentally or by finite element
method. The results seem to be generally accurate and adequate. A
combination of a bonded joint and bolted joint resulted in a joint that
was stronger and more durable than either constituent separately. It
Journal of Computational Applied Mechanics, Vol. 49,No. 2, December 2018
423
was shown that the adhesive yield strength is singularly the most
important factor in these type of joints, while other factors, namely
the joint E/D ratio, adhesive thickness, and adhesive hardening slope
were found to be the other significant factors influencing load
sharing (D was the bolt diameter and E represented the distance
between the free end of the substrate to bolt centerline). Additionally,
studies show that the use of metal inserts in the bolt tension
relaxation is minimized and the joint efficiency is increased in terms
of joint stiffness and strength by using metal inserts in fiber
reinforced composite bolted joints structures. The use of material
nonlinearity on load distribution in multi-bolt composite joints
showed that increasing the degree of material nonlinearity of the
members causes a decrease and an increase in the amount of the load
transferred by the inner and outer bolts of the joint, respectively. The
study of lateral displacement of the grip on single lap composite-to-
aluminum bolted joints showed that the influence of lateral
displacement of the grip of the joint results in 13 % smaller joint
stiffness than the traditional model, causing a delay in failure load of
the joint due to lateral displacement of the grip. However, the study
on the effects of pin hole geometry, adherend thickness and joint
type, showed that increasing the adherend thickness improves the
joint performance in composite single lap joints as well as in scarf
joints. Additionally, taper in single lap joints provided a significant
advantage over the simple single lap joints in terms of axial tensile
strength. According to a detailed finite element investigation on a
single lap carbon fiber reinforced plastic composite bolted joints with
countersunk fasteners under static load five different stages were
identified in the joint behavior: (i) no-slip, (ii) slip, (iii) full contact,
(iv) damage and (v) final Failure. Studies performed on the bolted
carbon/epoxy composite π joints showed a larger load carrying
capability with a massive weight reduction compared to its
aluminum counterpart. Additionally, the bolted composite π joint
and its aluminum counterpart showed that the bolted composite π
joint exhibits a larger load carrying capability with a considerable
weight reduction. Furthermore, it was shown that any increase in the
bolt-hole clearance leads to an increase in bolt rotation, as well as a
decrease in bolt-hole contact area, and hence, a reduction in joint
stiffness.
References:
[1] D. M. Gleich, Stress analysis of structural bonded joints,
Delft University Press, 2002, pp. 122.
[2] M. Shishesaz, M. M. Attar, H. Robati, The Effect of
Fiber Arrangement on Stress Concentration Around a
Pin in a Laminated Composite Joint, in ASME, 10th
Biennial Conference on Engineering Systems Design
and Analysis ESDA2010-24587, 2010, pp. 153-161.
[3] S. Zhou, Z. Wang, J. Zhou, X. Wu, Experimental and
numerical investigation on bolted composite joint made
by vacuum assisted resin injection, Composites Part B:
Engineering, Vol. 45, pp. 1620-1628, 2013.
[4] Load Development and Automation for Composite
Bolted Joint Bearing and Bypass Analysis, 2010
(American Institute of Aeronautics and Astronautics).
[5] M. Keikhosravy, R. Hashemi Oskouei, P. Soltani, A.
Atas, C. Soutis, Effect of geometric parameters on the
stress distribution in Al 2024-T3 single-lap bolted joints,
International Journal of Structural Integrity, Vol. 3, No.
1, pp. 79-93, 2012.
[6] W.-H. Chen, S.-S. Lee, J.-T. Yeh, Three-dimensional
contact stress analysis of a composite laminate with
bolted joint, Composite Structures, Vol. 30, pp. 287-
297, 1995.
[7] T. J. Whitney, E. V. Iarve, R. A. Brockman, Singular
stress fields near contact boundaries in a composite
bolted joint, International Journal of Solids and
Structures, Vol. 41, pp. 1893-1909, 2004.
[8] F. Ascione, A preliminary numerical and experimental
investigation on the shear stress distribution on multi-
row bolted FRP joints, Mechanics Research
Communications, Vol. 37, No. 2, pp. 164-168,
2010/03/01/, 2010.
[9] M. H. Ahmad, Stress distribution in composite double-
lap bolted joints incorporating with clamp-up, Applied
Mechanics and Materials, Vol. 660, pp. 152-156, 2014.
[10] Analysis of a Preloaded Bolted Joint in a Ceramic
Composite Combustor, 2003 (American Institute of
Aeronautics and Astronautics).
[11] M. P. Cavatorta, D. S. Paolino, L. Peroni, M. Rodino, A
finite element simulation and experimental validation of
a composite bolted joint loaded in bending and torsion,
Composites Part A: Applied Science and
Manufacturing, Vol. 38, pp. 1251-1261, 2007.
[12] An experimental investigation of composite bonded
and/or bolted repairs using single lap joint designs,
1997 (American Institute of Aeronautics and
Astronautics).
[13] An Analytical Method for Evaluating Bolted Joint
Repairs in Composite Structures, 2011 (American
Institute of Aeronautics and Astronautics).
[14] A. Vander Klok, A. Dutta, S. A. Tekalur, Metal to
composite bolted joint behavior evaluated at impact
rates of loading, Composite Structures, Vol. 106, pp.
446-452, 2013.
[15] P. P. Camanho, C. M. L. Tavares, R. de Oliveira, A. T.
Marques, A. J. M. Ferreira, Increasing the efficiency of
composite single-shear lap joints using bonded inserts,
Composites Part B: Engineering, Vol. 36, pp. 372-383,
2005.
[16] A. M. Girão Coelho, J. T. Mottram, A review of the
behaviour and analysis of bolted connections and joints
in pultruded fibre reinforced polymers, Materials &
Design, Vol. 74, pp. 86-107, 2015/06/05/, 2015.
[17] C. T. McCarthy, P. J. Gray, An analytical model for the
prediction of load distribution in highly torqued multi-
bolt composite joints, Composite Structures, Vol. 93,
No. 2, pp. 287-298, 2011/01/01/, 2011.
[18] K. Bodjona, K. Raju, G.-H. Lim, L. Lessard, Load
sharing in single-lap bonded/bolted composite joints.
Part I: Model development and validation, Composite
Structures, Vol. 129, pp. 268-275, 2015.
[19] K. Bodjona, L. Lessard, Load sharing in single-lap
bonded/bolted composite joints. Part II: Global
sensitivity analysis, Composite Structures, Vol. 129, pp.
276-283, 2015.
[20] K. P. Raju, K. Bodjona, G.-H. Lim, L. Lessard,
Improving load sharing in hybrid bonded/bolted
composite joints using an interference-fit bolt,
M. Shishesaz and M. Hosseini
424
Composite Structures, Vol. 149, pp. 329-338, 2016.
[21] V. Mara, R. Haghani, M. Al-Emrani, Improving the
performance of bolted joints in composite structures
using metal inserts, Journal of Composite Materials,
Vol. 50, No. 21, pp. 3001-3018, 2016.
[22] E. Paroissien, F. Lachaud, S. Schwartz, A. Da Veiga, P.
Barrière, Simplified stress analysis of hybrid
(bolted/bonded) joints, International Journal of
Adhesion and Adhesives, Vol. 77, pp. 183-197,
2017/09/01/, 2017.
[23] F. Taheri-Behrooz, A. R. Shamaei Kashani, R. N.
Hefzabad, Effects of material nonlinearity on load
distribution in multi-bolt composite joints, Composite
Structures, Vol. 125, pp. 195-201, 2015/07/01/, 2015.
[24] C. Santiuste, E. Barbero, M. Henar Miguélez,
Computational analysis of temperature effect in
composite bolted joints for aeronautical applications,
Journal of Reinforced Plastics and Composites, Vol. 30,
No. 1, pp. 3-11, 2011.
[25] A. Olmedo, C. Santiuste, E. Barbero, An analytical
model for the secondary bending prediction in single-lap
composite bolted-joints, Composite Structures, Vol.
111, pp. 354-361, 2014/05/01/, 2014.
[26] L. Awadhani, A. Bewoor, Behavior of single lap
composite bolted joint under traction loading:
Experimental investigation, in Proceeding of, AIP
Publishing, pp. 020124.
[27] S. W. Wang, X. Q. Cheng, X. Guo, X. Li, G. Chen,
Influence of Lateral Displacement of the Grip on Single
lap Composite-to-Aluminum Bolted Joints,
Experimental Mechanics, Vol. 56, No. 3, pp. 407-417,
March 01, 2016.
[28] J. Kratochvil, W. Becker, Structural analysis of
composite bolted joints using the complex potential
method, Composite Structures, Vol. 92, No. 10, pp.
2512-2516, 2010/09/01/, 2010.
[29] Y. Zhou, Q. Fei, Evaluation of opening-hole shapes for
rivet connection of a composite plate, Proceedings of
the Institution of Mechanical Engineers, Part C:
Journal of Mechanical Engineering Science, Vol. 231,
No. 20, pp. 3810-3817, 2017.
[30] T. Qin, L. Zhao, J. Zhang, Fastener effects on
mechanical behaviors of double-lap composite joints,
Composite Structures, Vol. 100, pp. 413-423,
2013/06/01/, 2013.
[31] I. F. Soykok, End geometry and pin-hole effects on
axially loaded adhesively bonded composite joints,
Composites Part B: Engineering, Vol. 77, pp. 129-138,
2015/08/01/, 2015.
[32] G. M. Pearce, A. F. Johnson, R. S. Thomson, D. W.
Kelly, Experimental Investigation of Dynamically
Loaded Bolted Joints in Carbon Fibre Composite
Structures, Applied Composite Materials, Vol. 17, No.
3, pp. 271-291, June 01, 2010.
[33] S. Daouk, F. Louf, C. Cluzel, O. Dorival, L.
Champaney, S. Audebert, Study of the dynamic
behavior of a bolted joint under heavy loadings, Journal
of Sound and Vibration, Vol. 392, pp. 307-324,
2017/03/31/, 2017.
[34] G. M. K. Pearce, A. F. Johnson, A. K. Hellier, R. S.
Thomson, A Stacked-Shell Finite Element Approach for
Modelling a Dynamically Loaded Composite Bolted
Joint Under in-Plane Bearing Loads, Applied Composite
Materials, Vol. 20, No. 6, pp. 1025-1039, December 01,
2013.
[35] L. Feo, G. Marra, A. S. Mosallam, Stress analysis of
multi-bolted joints for FRP pultruded composite
structures, Composite Structures, Vol. 94, No. 12, pp.
3769-3780, 2012/12/01/, 2012.
[36] Z. Shen, D. Hu, Y. Zhang, Q. Cai, X. Han, Continuous
twice-impacts analysis of UHMWPE laminate fixed
with bolted joints, International Journal of Impact
Engineering, Vol. 109, pp. 293-301, 2017/11/01/, 2017.
[37] M. Y. Tsai, J. Morton, An investigation into the stresses
in double-lap adhesive joints with laminated composite
adherends, International Journal of Solids and
Structures, Vol. 47, pp. 3317-3325, 2010.
[38] M. Y. Tsai, J. Morton, F. L. Matthews, Experimental
and Numerical Studies of a Laminated Composite
Single-Lap Adhesive Joint, Journal of Composite
Materials, Vol. 29, pp. 1254-1275, 1995.
[39] Q. M. Li, R. A. W. Mines, R. S. Birch, Static and
dynamic behaviour of composite riveted joints in
tension, International Journal of Mechanical Sciences,
Vol. 43, pp. 1591-1610, 2001.
[40] S. W. Lee, D. G. Lee, K. S. Jeong, Static and Dynamic
Torque Characteristics of Composite Cocured Single
Lap Joint, Journal of Composite Materials, Vol. 31, pp.
2188-2201, 1997.
[41] C. Stocchi, P. Robinson, S. T. Pinho, A detailed finite
element investigation of composite bolted joints with
countersunk fasteners, Composites Part A: Applied
Science and Manufacturing, Vol. 52, pp. 143-150,
2013/09/01/, 2013.
[42] B. Mandal, A. Chakrabarti, A simple homogenization
scheme for 3D finite element analysis of composite
bolted joints, Composite Structures, Vol. 120, pp. 1-9,
2015/02/01/, 2015.
[43] H.-T. Thai, B. Uy, Finite element modelling of blind
bolted composite joints, Journal of Constructional Steel
Research, Vol. 112, pp. 339-353, 2015/09/01/, 2015.
[44] N. M. Chowdhury, W. K. Chiu, J. Wang, P. Chang,
Experimental and finite element studies of bolted,
bonded and hybrid step lap joints of thick carbon
fibre/epoxy panels used in aircraft structures,
Composites Part B: Engineering, Vol. 100, pp. 68-77,
2016/09/01/, 2016.
[45] L. Prabhu, V. Krishnaraj, S. Sathish, V. Sathyamoorthy,
Experimental and Finite Element Analysis of GFRP
Composite Laminates with Combined Bolted and
Bonded Joints, Indian Journal of Science and
Technology, Vol. 10, No. 14, 2017.
[46] P. J. Gray, C. T. McCarthy, A highly efficient user-
defined finite element for load distribution analysis of
large-scale bolted composite structures, Composites
Science and Technology, Vol. 71, No. 12, pp. 1517-
Journal of Computational Applied Mechanics, Vol. 49,No. 2, December 2018
425
1527, 2011/08/19/, 2011.
[47] P. J. Gray, C. T. McCarthy, A global bolted joint model
for finite element analysis of load distributions in multi-
bolt composite joints, Composites Part B: Engineering,
Vol. 41, pp. 317-325, 2010.
[48] L. Zhou, D. Zhang, L. Zhao, X. Zhou, J. Zhang, F. Liu,
Design and analysis of a novel bolted composite π joint
under bending load, Materials & Design, Vol. 98, pp.
201-208, 2016/05/15/, 2016.
[49] X. Cheng, J. Fan, S. Liu, X. Guo, Y. Xu, T. Zhang,
Design and investigation of composite bolted π-joints
with an unconventional configuration under bending
load, Composites Part B: Engineering, Vol. 85, pp. 59-
67, 2016/02/01/, 2016.
[50] P. Lopez-Cruz, J. Laliberté, L. Lessard, Investigation of
bolted/bonded composite joint behaviour using design
of experiments, Composite Structures, Vol. 170, pp.
192-201, 2017/06/15/, 2017.
[51] A. Vassilopoulos, 2014, Fatigue and fracture of
adhesively-bonded composite joints, Elsevier,
[52] T. Ireman, Three-dimensional stress analysis of bolted
single-lap composite joints, Composite Structures, Vol.
43, No. 3, pp. 195-216, 1998/11/01/, 1998.
[53] K. I. Tserpes, G. Labeas, P. Papanikos, T. Kermanidis,
Strength prediction of bolted joints in graphite/epoxy
composite laminates, Composites Part B: Engineering,
Vol. 33, No. 7, pp. 521-529, 2002/10/01/, 2002.
[54] Y. Xiao, T. Ishikawa, Bearing strength and failure
behavior of bolted composite joints (part I:
Experimental investigation), Composites Science and
Technology, Vol. 65, No. 7, pp. 1022-1031,
2005/06/01/, 2005.
[55] Y. Xiao, T. Ishikawa, Bearing strength and failure
behavior of bolted composite joints (part II: modeling
and simulation), Composites Science and Technology,
Vol. 65, No. 7, pp. 1032-1043, 2005/06/01/, 2005.
[56] P. A. Sharos, B. Egan, C. T. McCarthy, An analytical
model for strength prediction in multi-bolt composite
joints at various loading rates, Composite Structures,
Vol. 116, pp. 300-310, 2014/09/01/, 2014.
[57] M. A. McCarthy, C. T. McCarthy, V. P. Lawlor, W. F.
Stanley, Three-dimensional finite element analysis of
single-bolt, single-lap composite bolted joints: part I—
model development and validation, Composite
Structures, Vol. 71, pp. 140-158, 2005.
[58] C. T. McCarthy, M. A. McCarthy, Three-dimensional
finite element analysis of single-bolt, single-lap
composite bolted joints: Part II––effects of bolt-hole
clearance, Composite Structures, Vol. 71, pp. 159-175,
2005.
[59] P. J. Gray, C. T. McCarthy, An analytical model for the
prediction of through-thickness stiffness in tension-
loaded composite bolted joints, Composite Structures,
Vol. 94, No. 8, pp. 2450-2459, 2012/07/01/, 2012.
[60] M. El Zaroug, F. Kadioglu, M. Demiral, D. Saad,
Experimental and numerical investigation into strength
of bolted, bonded and hybrid single lap joints: Effects of
adherend material type and thickness, International
Journal of Adhesion and Adhesives, Vol. 87, pp. 130-
141, 2018/12/01/, 2018.
[61] L. Zhao, M. Shan, F. Liu, J. Zhang, A probabilistic
model for strength analysis of composite double-lap
single-bolt joints, Composite Structures, Vol. 161, pp.
419-427, 2017/02/01/, 2017.
[62] H.-L. Ma, Z. Jia, K.-t. Lau, X. Li, D. Hui, S.-q. Shi,
Enhancement on mechanical strength of adhesively-
bonded composite lap joints at cryogenic environment
using coiled carbon nanotubes, Composites Part B:
Engineering, Vol. 110, pp. 396-401, 2017/02/01/, 2017.
[63] A. Othman, K. J. Jadee, M.-Z. Ismadi, Mitigating stress
concentration through defense hole system for
improvement in bearing strength of composite bolted
joint, Part 1: Numerical analysis, Journal of Composite
Materials, Vol. 51, No. 26, pp. 3685-3699, 2017.
[64] H. Li, Z. Lu, Y. Zhang, Probabilistic strength analysis
of bolted joints in laminated composites using point
estimate method, Composite Structures, Vol. 88, No. 2,
pp. 202-211, 2009/04/01/, 2009.
[65] J. H. Choi, Y. H. Lee, J. H. Kweon, W. S. Che, Strength
of Composite Laminated Bolted Joint Subjected to a
Clamping Force, Key Engineering Materials, Trans
Tech Publ, 2006, pp. 1777-1780.
[66] H.-S. Chen, The static and fatigue strength of bolted
joints in composites with hygrothermal cycling,
Composite Structures, Vol. 52, No. 3, pp. 295-306,
2001/05/01/, 2001.
[67] Y. Ling, An estimation method of bearing strength of
bolted joints in fibre reinforced composite, Applied
Mathematics and Mechanics, Vol. 7, No. 1, pp. 103-
109, January 01, 1986.
[68] Y. Pekbey, The bearing strength and failure behavior of
bolted e-glass/epoxy composite joints, Mechanics of
Composite Materials, Vol. 44, No. 4, pp. 397-414, July
01, 2008.
[69] T. Katsumata, Y. Mizutani, A. Todoroki, R. Matsuzaki,
Study of high-strength CFRP bolted joints with failure-
monitoring cone washers, Frontiers of Mechanical
Engineering, Vol. 6, No. 3, pp. 272, August 20, 2011.
[70] T. Collings, 1977, The strength of bolted joints in multi-
directional CFRP laminates, Citeseer,
[71] G. Kretsis, F. L. Matthews, The strength of bolted joints
in glass fibre/epoxy laminates, Composites, Vol. 16, No.
2, pp. 92-102, 1985/04/01/, 1985.
[72] H. Ahmad, A. D. Crocombe, P. A. Smith, Strength
prediction in CFRP woven laminate bolted double-lap
joints under quasi-static loading using XFEM,
Composites Part A Applied Science and Manufacturing,
Vol. 56, pp. 192–202, 2014.
[73] A. Ataş, C. Soutis, Strength prediction of bolted joints
in CFRP composite laminates using cohesive zone
elements, Composites Part B: Engineering, Vol. 58, pp.
25-34, 2014.
[74] F. Esmaeili, M. Zehsaz, T. N. Chakherlou, Experimental
Investigations on the Effects of Torque Tightening on
the Fatigue Strength of Double-lap Simple Bolted and
Hybrid (Bolted/Bonded) Joints, Strain, Vol. 50, No. 4,
M. Shishesaz and M. Hosseini
426
pp. 347-354, 2014.
[75] O. Sayman, R. Siyahkoc, F. Sen, R. Ozcan,
Experimental Determination of Bearing Strength in
Fiber Reinforced Laminated Composite Bolted Joints
under Preload, Journal of Reinforced Plastics and
Composites, Vol. 26, No. 10, pp. 1051-1063, 2007.
[76] P. D. Herrington, M. Sabbaghian, Effect of Radial
Clearance between Bolt and Washer on the Bearing
Strength of Composite Bolted Joints, Journal of
Composite Materials, Vol. 26, No. 12, pp. 1826-1843,
1992.
[77] F. Esmaeili, M. Zehsaz, T. N. Chakherlou, S.
Hasanifard, Experimental and Numerical Study of the
Fatigue Strength of Double Lap Bolted Joints and the
Effect of Torque Tightening on the Fatigue Life of
Jointed Plates, Transactions of the Indian Institute of
Metals, Vol. 67, No. 4, pp. 581-588, August 01, 2014.
[78] H. Ahmad, A. D. Crocombe, P. A. Smith, Strength
prediction in CFRP woven laminate bolted single-lap
joints under quasi-static loading using XFEM,
Composites Part A: Applied Science and
Manufacturing, Vol. 66, pp. 82-93, 2014/11/01/, 2014.
[79] L. Liu, J. Zhang, K. Chen, H. Wang, Influences of
assembly parameters on the strength of bolted
composite-metal joints under tensile loading, Advanced
Composite Materials, Vol. 22, No. 5, pp. 339-359,
2013/10/01, 2013.
[80] J. H. Walter, R. R. Schmitt, Influence of Clamp-Up
Force on the Strength of Bolted Composite Joints, AIAA
Journal, Vol. 32, No. 3, pp. 665-667, 1994/03/01, 1994.
[81] F. X. Irisarri, F. Laurin, N. Carrere, 6 - Strength
prediction of bolted joints in carbon fibre reinforced
polymer (CFRP) composites, in: P. Camanho, L. Tong,
Composite Joints and Connections, Eds., pp. 208-244:
Woodhead Publishing, 2011.
[82] S. Nilsson, Increasing Strength of Graphite/Epoxy
Bolted Joints by Introducing an Adhesively Bonded
Metallic Insert, Journal of Composite Materials, Vol.
23, No. 7, pp. 642-650, 1989.
[83] F. Gamdani, R. Boukhili, A. Vadean, Tensile strength of
open-hole, pin-loaded and multi-bolted single-lap joints
in woven composite plates, Materials & Design, Vol.
88, pp. 702-712, 2015/12/25/, 2015.
[84] H. Ahmad, M. A. Abed, Strength Prediction of Double-
Lap Bolted Joints of Woven Fabric CFRP Composite
Plates Using Hashin Formulations, in Proceeding of,
Trans Tech Publ, pp. 290-294.
[85] F. Nerilli, G. Vairo, Progressive damage in composite
bolted joints via a computational micromechanical
approach, Composites Part B: Engineering, Vol. 111,
pp. 357-371, 2017/02/15/, 2017.
[86] H. Yazdani Nezhad, B. Egan, F. Merwick, C. T.
McCarthy, Bearing damage characteristics of fibre-
reinforced countersunk composite bolted joints
subjected to quasi-static shear loading, Composite
Structures, Vol. 166, pp. 184-192, 2017/04/15/, 2017.
[87] B. He, D. Ge, Coupled continuum damage mechanics
and failure envelope method for failure prediction of
composite multi-bolt joints, Journal of Reinforced
Plastics and Composites, Vol. 36, No. 8, pp. 563-578,
2017.
[88] Y. Zhou, H. Yazdani Nezhad, C. Hou, X. Wan, C. T.
McCarthy, M. A. McCarthy, A three dimensional
implicit finite element damage model and its application
to single-lap multi-bolt composite joints with variable
clearance, Composite Structures, Vol. 131, pp. 1060-
1072, 2015/11/01/, 2015.
[89] A. Du, Y. Liu, H. Xin, Y. Zuo, Progressive damage
analysis of PFRP double-lap bolted joints using explicit
finite element method, Composite Structures, Vol. 152,
pp. 860-869, 2016/09/15/, 2016.
[90] C. Hühne, A. K. Zerbst, G. Kuhlmann, C. Steenbock, R.
Rolfes, Progressive damage analysis of composite
bolted joints with liquid shim layers using constant and
continuous degradation models, Composite Structures,
Vol. 92, No. 2, pp. 189-200, 2010/01/01/, 2010.
[91] J. Zhang, F. Liu, L. Zhao, Y. Chen, B. Fei, A progressive
damage analysis based characteristic length method for
multi-bolt composite joints, Composite Structures, Vol.
108, pp. 915-923, 2014/02/01/, 2014.
[92] G. Kolks, K. I. Tserpes, Efficient progressive damage
modeling of hybrid composite/titanium bolted joints,
Composites Part A: Applied Science and
Manufacturing, Vol. 56, pp. 51-63, 2014/01/01/, 2014.
[93] M. Chishti, C. H. Wang, R. S. Thomson, A. C. Orifici,
Experimental investigation of damage progression and
strength of countersunk composite joints, Composite
Structures, Vol. 94, No. 3, pp. 865-873, 2012/02/01/,
2012.
[94] Y. Zhou, H. Yazdani-Nezhad, M. A. McCarthy, X.
Wan, C. McCarthy, A study of intra-laminar damage in
double-lap, multi-bolt, composite joints with variable
clearance using continuum damage mechanics,
Composite Structures, Vol. 116, pp. 441-452,
2014/09/01/, 2014.
[95] G. Lampeas, N. Perogamvros, Analysis of composite
bolted joints by a macro-modelling approach,
International Journal of Structural Integrity, Vol. 7, No.
3, pp. 412-428, 2016.
[96] A. Ataş, C. Soutis, Subcritical damage mechanisms of
bolted joints in CFRP composite laminates, Composites
Part B: Engineering, Vol. 54, pp. 20-27, 2013/11/01/,
2013.
[97] L. V. Awadhani, A. K. Bewoor, Analytical and
experimental investigation of Effect of geometric
parameters on the failure modes in a single lap single
bolted metal to GFRP composite bolted joints subjected
to axial tensile loading, Materials Today: Proceedings,
Vol. 4, No. 8, pp. 7345-7350, 2017/01/01/, 2017.
[98] X. F. Hu, A. Haris, M. Ridha, V. B. C. Tan, T. E. Tay,
Progressive failure of bolted single-lap joints of woven
fibre-reinforced composites, Composite Structures, Vol.
189, pp. 443-454, 2018/04/01/, 2018.
[99] X. Cheng, S. Wang, J. Zhang, W. Huang, Y. Cheng, J.
Zhang, Effect of damage on failure mode of multi-bolt
composite joints using failure envelope method,
Journal of Computational Applied Mechanics, Vol. 49,No. 2, December 2018
427
Composite Structures, Vol. 160, pp. 8-15, 2017/01/15/,
2017.
[100] K. C. Warren, R. A. Lopez-Anido, S. S. Vel, H. H.
Bayraktar, Progressive failure analysis of three-
dimensional woven carbon composites in single-bolt,
double-shear bearing, Composites Part B: Engineering,
Vol. 84, pp. 266-276, 2016/01/01/, 2016.
[101] Z. Kapidžić, H. Ansell, J. Schön, K. Simonsson, Quasi-
static bearing failure of CFRP composite in biaxially
loaded bolted joints, Composite Structures, Vol. 125,
pp. 60-71, 2015/07/01/, 2015.
[102] P. Liu, X. Cheng, S. Wang, S. Liu, Y. Cheng, Numerical
analysis of bearing failure in countersunk composite
joints using 3D explicit simulation method, Composite
Structures, Vol. 138, pp. 30-39, 2016/03/15/, 2016.
[103] F. Nerilli, M. Marino, G. Vairo, A Numerical Failure
Analysis of Multi-bolted Joints in FRP Laminates Based
on Basalt Fibers, Procedia Engineering, Vol. 109, pp.
492-506, 2015/01/01/, 2015.
[104] M. Ozen, O. Sayman, Failure loads of mechanical
fastened pinned and bolted composite joints with two
serial holes, Composites Part B: Engineering, Vol. 42,
No. 2, pp. 264-274, 2011/03/01/, 2011.
[105] U. A. Khashaba, T. A. Sebaey, K. A. Alnefaie, Failure
and reliability analysis of pinned-joints composite
laminates: Effects of stacking sequences, Composites
Part B: Engineering, Vol. 45, No. 1, pp. 1694-1703,
2013/02/01/, 2013.
[106] U. Khashaba, T. Sebaey, K. Alnefaie, Failure and
reliability analysis of pinned-joint composite laminates:
Effects of pin–hole clearance, Journal of Composite
Materials, Vol. 47, No. 18, pp. 2287-2298, 2013.
[107] Z. Wang, S. Zhou, J. Zhang, X. Wu, L. Zhou,
Progressive failure analysis of bolted single-lap
composite joint based on extended finite element
method, Materials & Design, Vol. 37, pp. 582-588,
2012.
[108] F. Liu, L. Zhao, S. Mehmood, J. Zhang, B. Fei, A
modified failure envelope method for failure prediction
of multi-bolt composite joints, Composites Science and
Technology, Vol. 83, pp. 54-63, 2013/06/28/, 2013.
[109] I. F. Soykok, O. Sayman, M. Ozen, B. Korkmaz, Failure
analysis of mechanically fastened glass fiber/epoxy
composite joints under thermal effects, Composites Part
B: Engineering, Vol. 45, No. 1, pp. 192-199,
2013/02/01/, 2013.
[110] A. Ataş, G. F. Mohamed, C. Soutis, Progressive failure
analysis of bolted joints in composite laminates,
Plastics, Rubber and Composites, Vol. 41, No. 4-5, pp.
209-214, 2012/06/01, 2012.
[111] F. Lu, D. a. Cai, J. Tang, W. Li, J. Deng, G. Zhou,
Bearing failure of single-/double-shear composite
bolted joints: An explicit finite element modeling,
Journal of Reinforced Plastics and Composites, Vol. 37,
No. 14, pp. 933-944, 2018.
[112] S. Y. Lee, H. Ahmad, Bearing Stress at Failure of
Double-Lap Hybrid Joints in Woven Fabric Kenaf Fiber
Composite Plates under Quasi-static Loading, MATEC
Web Conf., Vol. 103, pp. 02008, 2017.
[113] L. Zhao, T. Qin, J. Zhang, M. Shan, B. Fei,
Determination method of stress concentration relief
factors for failure prediction of composite multi-bolt
joints, Journal of Composite Materials, Vol. 49, No. 14,
pp. 1667-1680, 2015.
[114] J. Zhang, F. Liu, L. Zhao, J. Zhi, L. Zhou, B. Fei,
Influence of end distances on the failure of composite
bolted joints, Journal of Reinforced Plastics and
Composites, Vol. 34, No. 5, pp. 388-404, 2015.
[115] Á. Olmedo, C. Santiuste, On the prediction of bolted
single-lap composite joints, Composite Structures, Vol.
94, No. 6, pp. 2110-2117, 2012/05/01/, 2012.
[116] J. Fan, X. Cheng, S. Wang, X. Guo, T. Zhang,
Experimental and numerical investigation of composite
bolted π-joint subjected to bending load, Composites
Part B: Engineering, Vol. 78, pp. 324-330, 2015/09/01/,
2015.
[117] M.-G. Ko, J.-H. Kweon, J.-H. Choi, Fatigue
characteristics of jagged pin-reinforced composite
single-lap joints in hygrothermal environments,
Composite Structures, Vol. 119, pp. 59-66, 2015/01/01/,
2015.
[118] I. K. Giannopoulos, D. Doroni-Dawes, K. I. Kourousis,
M. Yasaee, Effects of bolt torque tightening on the
strength and fatigue life of airframe FRP laminate bolted
joints, Composites Part B: Engineering, Vol. 125, pp.
19-26, 2017/09/15/, 2017.
[119] Y. Sun, G. Z. Voyiadjis, W. Hu, F. Shen, Q. Meng,
Fatigue and fretting fatigue life prediction of double-lap
bolted joints using continuum damage mechanics-based
approach, International Journal of Damage Mechanics,
Vol. 26, No. 1, pp. 162-188, 2017.
[120] G. Scarselli, E. Castorini, F. W. Panella, R. Nobile, A.
Maffezzoli, Structural behaviour modelling of bolted
joints in composite laminates subjected to cyclic
loading, Aerospace Science and Technology, Vol. 43,
pp. 89-95, 2015/06/01/, 2015.
[121] S. Zhou, Y. Sun, J. Ge, X. Chen, Multiaxial fatigue life
prediction of composite bolted joint under constant
amplitude cycle loading, Composites Part B:
Engineering, Vol. 74, pp. 131-137, 2015/06/01/, 2015.
[122] Z. Kapidžić, H. Ansell, J. Schön, K. Simonsson, Fatigue
bearing failure of CFRP composite in biaxially loaded
bolted joints at elevated temperature, Composite
Structures, Vol. 127, pp. 298-307, 2015/09/01/, 2015.
[123] J. Wang, N. Zhang, S. Guo, Experimental and numerical
analysis of blind bolted moment joints to CFTST
columns, Thin-Walled Structures, Vol. 109, pp. 185-
201, 2016/12/01/, 2016.
[124] S. Heimbs, S. Schmeer, J. Blaurock, S. Steeger, Static
and dynamic failure behaviour of bolted joints in carbon
fibre composites, Composites Part A: Applied Science
and Manufacturing, Vol. 47, pp. 91-101, 2013/04/01/,
2013.
[125] J. Zhang, F. Liu, L. Zhao, B. Fei, A novel characteristic
curve for failure prediction of multi-bolt composite
joints, Composite Structures, Vol. 108, pp. 129-136,
M. Shishesaz and M. Hosseini
428
2014/02/01/, 2014.
[126] G. M. K. Pearce, A. F. Johnson, A. K. Hellier, R. S.
Thomson, A study of dynamic pull-through failure of
composite bolted joints using the stacked-shell finite
element approach, Composite Structures, Vol. 118, pp.
86-93, 2014/12/01/, 2014.
[127] A. Fontanelli, P. Diaz Montiel, S. Venkataraman,
Bearing Failure Predictions of Composite Bolted Joints
using Continuum Damage Models, AIAA SciTech
Forum in: 2018 AIAA/ASCE/AHS/ASC Structures,
Structural Dynamics, and Materials Conference, Eds.:
American Institute of Aeronautics and Astronautics,
2018.
[128] F. Sen, M. Pakdil, O. Sayman, S. Benli, Experimental
Failure Analysis of Glass-Epoxy Laminated Composite
Bolted-Joints with Clearance Under Preload,
International Journal of Damage Mechanics, Vol. 20,
No. 2, pp. 163-178, 2011.
[129] W. J. Paulson, C. Oskay, Failure Prediction of
Countersunk Composite Bolted Joints Using Reduced
Order Multiple Space-Time Homogenization, in
Proceeding of.
[130] A. P. K. Joseph, P. Davidson, A. M. Waas, Intra-inter
Crack Band Model (I2CBM) for Progressive Damage
and Failure Analysis of Joints, AIAA SciTech Forum
in: 58th AIAA/ASCE/AHS/ASC Structures, Structural
Dynamics, and Materials Conference, Eds.: American
Institute of Aeronautics and Astronautics, 2017.
[131] B. Mandal, A. Chakrabarti, Numerical failure
assessment of multi-bolt FRP composite joints with
varying sizes and preloads of bolts, Composite
Structures, Vol. 187, pp. 169-178, 2018/03/01/, 2018.
[132] J. B. Bai, R. A. Shenoi, X. Y. Yun, J. J. Xiong,
Progressive damage modelling of hybrid RTM-made
composite Π-joint under four-point flexure using mixed
failure criteria, Composite Structures, Vol. 159, pp. 327-
334, 2017/01/01/, 2017.
[133] J. H. Stockdale, F. L. Matthews, The effect of clamping
pressure on bolt bearing loads in glass fibre-reinforced
plastics, Composites, Vol. 7, No. 1, pp. 34-38,
1976/01/01/, 1976.
[134] T. Sawa, T. Kobayashi, The Strength of Joints
Combining an Adhesive with a Bolt, The Journal of
Adhesion, Vol. 25, No. 4, pp. 269-280, 1988/06/01,
1988.
[135] L. Yao, Q. Feng, D. Wan, L. Wu, K. Yang, J. Hou, B.
Liu, Q. Wan, Experiment and finite element simulation
of high strength steel adhesive joint reinforced by rivet
for automotive applications, Journal of Adhesion
Science and Technology, Vol. 31, No. 14, pp. 1617-
1625, 2017/07/18, 2017.
[136] M. Y. Solmaz, T. Topkaya, Progressive Failure Analysis
in Adhesively, Riveted, and Hybrid Bonded Double-
Lap Joints, The Journal of Adhesion, Vol. 89, No. 11,
pp. 822-836, 2013/11/02, 2013.
[137] G. Marannano, B. Zuccarello, Static strength and fatigue
life of optimized hybrid single lap aluminum–CFRP
structural joints, The Journal of Adhesion, Vol. 94, No.
7, pp. 501-528, 2018/06/07, 2018.
[138] G. Qin, J. Na, W. Tan, W. Mu, J. Ji, Failure prediction
of adhesively bonded CFRP-Aluminum alloy joints
using cohesive zone model with consideration of
temperature effect, The Journal of Adhesion, pp. 1-24,
2018.
[139] T. Tannert, H. Zhu, S. Myslicki, F. Walther, T. Vallée,
Tensile and fatigue investigations of timber joints with
glued-in FRP rods, The Journal of Adhesion, Vol. 93,
No. 11, pp. 926-942, 2017/09/19, 2017.
[140] A. M. Pereira, P. N. B. Reis, J. A. M. Ferreira, Effect of
the mean stress on the fatigue behaviour of single lap
joints, The Journal of Adhesion, Vol. 93, No. 6, pp. 504-
513, 2017/05/12, 2017.
[141] S. O. Olajide, E. Kandare, A. A. Khatibi, Fatigue life
uncertainty of adhesively bonded composite scarf joints
– an airworthiness perspective, The Journal of
Adhesion, Vol. 93, No. 7, pp. 515-530, 2017/06/07,
2017.
[142] T. Vallée, T. Tannert, S. Fecht, Adhesively bonded
connections in the context of timber engineering – A
Review, The Journal of Adhesion, Vol. 93, No. 4, pp.
257-287, 2017/03/21, 2017.
[143] E. W. Godwin, F. L. Matthews, A review of the strength
of joints in fibre-reinforced plastics: Part 1.
Mechanically fastened joints, Composites, Vol. 11, pp.
155-160, 1980.
[144] B. L. Agarwal, Static Strength Prediction of Bolted Joint
in Composite Material, AIAA Journal, Vol. 18, pp.
1371-1375, 1980.
[145] W.-H. Lin, M.-H. R. Jen, The Strength of Bolted and
Bonded Single-Lapped Composite Joints in Tension,
Journal of Composite Materials, Vol. 33, pp. 640-666,
1999.
[146] P. A. Smith, K. J. Pascoe, C. Polak, D. O. Stroud, The
behaviour of single-lap bolted joints in CFRP laminates,
Composite Structures, Vol. 6, pp. 41-55, 1986.
[147] T. N. Chakherlou, M. J. Razavi, A. B. Aghdam, B.
Abazadeh, An experimental investigation of the bolt
clamping force and friction effect on the fatigue
behavior of aluminum alloy 2024-T3 double shear lap
joint, Materials & Design, Vol. 32, pp. 4641-4649,
2011.
[148] F. Esmaeili, M. Zehsaz, T. N. Chakherlou, Investigation
the effect of tightening torque on the fatigue strength of
double lap simple bolted and hybrid (bolted–bonded)
joints using volumetric method, Materials & Design,
Vol. 63, pp. 349-359, 2014.
[149] J. M. Mínguez, J. Vogwell, Effect of torque tightening
on the fatigue strength of bolted joints, Engineering
Failure Analysis, Vol. 13, pp. 1410-1421, 2006.
[150] D. S. Saunders, S. C. Galea, G. K. Deirmendjian, The
development of fatigue damage around fastener holes in
thick graphite/epoxy composite laminates, Composites,
Vol. 24, pp. 309-321, 1993.
[151] B. Benchekchou, R. G. White, Stresses around fasteners
in composite structures in flexure and effects on fatigue
damage initiation part 1: cheese-head bolts, Composite
Journal of Computational Applied Mechanics, Vol. 49,No. 2, December 2018
429
Structures, Vol. 33, pp. 95-108, 1995.
[152] B. Benchekchou, R. G. White, Stresses around fasteners
in composite structures in flexure and effects on fatigue
damage initiation part 2: countersunk bolts, Composite
Structures, Vol. 33, pp. 109-119, 1995.
[153] E. Persson, I. Eriksson, P. Hammersberg, Propagation
of Hole Machining Defects in Pin-Loaded Composite
Laminates, Journal of Composite Materials, Vol. 31, pp.
383-408, 1997.
[154] E. Persson, I. Eriksson, L. Zackrisson, Effects of hole
machining defects on strength and fatigue life of
composite laminates, Composites Part A: Applied
Science and Manufacturing, Vol. 28, pp. 141-151, 1997.
[155] W. Li, H. Cai, C. Li, K. Wang, L. Fang, Micro-
mechanics of failure for fatigue strength prediction of
bolted joint structures of carbon fiber reinforced
polymer composite, Composite Structures, Vol. 124, pp.
345-356, 2015.
[156] Experimental investigation of fatigue behaviour in
composite bolted joints, 1999.
[157] A. Lanciotti, L. Lazzeri, M. Raggi, Fatigue behaviour of
mechanically fastened joints in composite materials,
Composite Structures, Vol. 33, pp. 87-94, 1995.
[158] R. Starikov, J. Schön, Local fatigue behaviour of CFRP
bolted joints, Composites Science and Technology, Vol.
62, pp. 243-253, 2002.
[159] R. Starikov, Fatigue behaviour of mechanically fastened
aluminium joints tested in spectrum loading,
International Journal of Fatigue, Vol. 26, pp. 1115-
1127, 2004.
[160] R. Starikov, J. Schön, Quasi-static behaviour of
composite joints with protruding-head bolts, Composite
Structures, Vol. 51, pp. 411-425, 2001.
[161] P. A. Smith, K. J. Pascoe, Fatigue of bolted joints in
(0/90) CFRP laminates, Composites Science and
Technology, Vol. 29, pp. 45-69, 1987.
[162] R. Starikov, J. Schön, Fatigue resistance of composite
joints with countersunk composite and metal fasteners,
International Journal of Fatigue, Vol. 24, pp. 39-47,
2002.
[163] R. Starikov, J. Schön, Experimental study on fatigue
resistance of composite joints with protruding-head
bolts, Composite Structures, Vol. 55, pp. 1-11, 2002.
[164] E. Persson, I. Eriksson, Fatigue of multiple-row bolted
joints in carbon/epoxy laminates: ranking of factors
affecting strength and fatigue life, International Journal
of Fatigue, Vol. 21, pp. 337-353, 1999.
[165] A. M. Rubin, Common failure modes for composite
aircraft structures due to secondary loads, Composites
Engineering, Vol. 2, pp. 313-320, 1992.
[166] T. S. Lim, B. C. Kim, D. G. Lee, Fatigue characteristics
of the bolted joints for unidirectional composite
laminates, Composite Structures, Vol. 72, pp. 58-68,
2006.
[167] S. Seike, Y. Takao, W.-X. Wang, T. Matsubara, Bearing
damage evolution of a pinned joint in CFRP laminates
under repeated tensile loading, International Journal of
Fatigue, Vol. 32, pp. 72-81, 2010.
[168] D. W. Wilson, Y. Tsujimoto, On phenomenological
failure criteria for composite bolted joint analysis,
Composites Science and Technology, Vol. 26, pp. 283-
305, 1986.
[169] Z. Q. Wang, S. Zhou, J. F. Zhang, X. Q. Wang, Failure
Load Prediction of Bolted Single-Lap Composite Joint
Based on XFEM, Advanced Materials Research, Trans
Tech Publ, 2011, pp. 742-745.
[170] S. Zhou, Z. Q. Wang, J. F. Zhang, Y. G. Xie, Influence
of Ply Angle on Failure Response of Bolted Composite
Joint, Advanced Materials Research, Trans Tech Publ,
2012, pp. 7128-7132.
[171] T. Sadowski, M. Kneć, P. Golewski, Experimental
investigations and numerical modelling of steel
adhesive joints reinforced by rivets, International
Journal of Adhesion and Adhesives, Vol. 30, pp. 338-
346, 2010.
[172] M. Grassi, B. Cox, X. Zhang, Simulation of pin-
reinforced single-lap composite joints, Composites
Science and Technology, Vol. 66, pp. 1623-1638, 2006.
[173] A. Ataş, C. Soutis, Application of cohesive zone
elements in damage analysis of composites: Strength
prediction of a single-bolted joint in CFRP laminates,
International Journal of Non-Linear Mechanics, Vol.
66, pp. 96-104, 2014.